A new method is proposed for deriving kinematically admissible velocity fields (KAVFs) for three-dimensional upper bound limit analyses in a Tresca material using coordinate transformations. The method allows the incompressibility condition to be satisfied simply by imposing certain requirements on the analytical form of velocity magnitudes. This allows for new classes of velocity fields to be derived solely using standard procedures. These new classes of fields include: KAVFs with new streamline shapes; new planar but non-plane-strain KAVFs; new radial but nonaxisymmetric KAVFs. The method allows the expression of local dissipation of plastic work in any field to be derived in a closed form. The proposed method makes an attempt to expand the applicability of three-dimensional upper bound limit analysis by introducing more realistic shapes of KAVFs, while maintaining simplicity and clear engineering meaning.

1.
Murff
,
J. D.
, and
Hamilton
,
J.
,
1993
, “
P-Ultimate for Undrained Analysis of Laterally Loaded Piles
,”
J. Geotech. Eng.
,
119
, pp.
91
107
.
2.
Shield
,
R. T.
, and
Drucker
,
D. C.
,
1953
, “
The Application of Limit Analysis to Punch Indentation Problems
,”
ASME J. Appl. Mech.
,
20
, pp.
453
460
.
3.
Levin
,
A.
,
1955
, “
Indentation Pressure of a Smooth Circular Punch
,”
Quart. Appl. Math.
, ,
13
, pp.
381
389
.
4.
Bransby
,
M. F.
, and
Randolph
,
M. F.
,
1998
, “
Combined Loading on Skirted Foundations
,”
Geotechnique
,
48
, pp.
637
655
.
5.
Puzrin
,
A. M.
, 2001, “On the Superposition of Work Dissipation in Coulomb’s Soil,” Int. J. Solids Struct., in press.
6.
Puzrin
,
A. M.
, and
Randolph
,
M. F.
,
2001
, “
On the Superposition of Plastically Dissipated Work in Upper Bound Limit Analysis
,”
Proc. R. Soc. London, Ser. A
,
457
, pp.
567
586
.
7.
Drucker
,
D. C.
,
Greenberg
,
H. J.
, and
Prager
,
W.
,
1951
, “
The Safety Factor of an Elastic-Plastic Body in Plane Strain
,”
ASME J. Appl. Mech.
,
73
, pp.
371
378
.
8.
Boresi, A. P., and Chong, K. P., 2000, Elasticity in Engineering Mechanics, John Wiley and Sons, New York.
9.
Abramovitz, M., and Stegun, I. A., eds., 1973, Handbook of Mathematical Functions, Dover, New York.
10.
Randolph
,
M. F.
, and
Houlsby
,
G. T.
,
1984
, “
The Limiting Pressure on a Circular Pile Loaded Laterally in Cohesive Soil
,”
Geotechnique
,
34
, pp.
613
623
.
11.
Randolph
,
M. F.
,
Martin
,
C. M.
, and
Hu
,
Y.
,
2000
, “
Limiting Resistance of a Spherical Penetrometer in Cohesive Material
,”
Geotechnique
,
50
, pp.
573
582
.
12.
Paolucci
,
R.
, and
Pecker
,
A.
,
1997
, “
Soil Inertia Effects on the Bearing Capacity of Rectangular Foundations on Cohesive Soils
,”
Eng. Struct.
,
19
(
8
), pp.
637
643
.
13.
Kusakabe
,
O.
,
Suzuki
,
H.
, and
Nakase
,
A.
,
1986
, “
An Upper-Bound Calculation on Bearing Capacity of a Circular Footing on a Non-homogeneous Clay
,”
Soils Found.
,
26
, pp.
143
148
.
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